Evaluating the shear design equations of FRP-reinforced concrete beams without shear reinforcement

AH Ali, HM Mohamed, CE Chalioris, A Deifalla - Engineering Structures, 2021 - Elsevier
Back in the 90′ s, the shear design of FRP-reinforced concrete beams was developed
based on the shear design of conventional steel reinforced concrete beams. Since then …

[HTML][HTML] Prediction of shear strength of FRP reinforced beams with and without stirrups using (GP) technique

AM Ebid, A Deifalla - Ain Shams Engineering Journal, 2021 - Elsevier
Although, international codes such as (CSA-S806-12) and (ACI-440-15) proposed shear
design provisions for concrete beams reinforced with (FRP), many researchers are still …

AI-based shear capacity of FRP-reinforced concrete deep beams without stirrups

M AlHamaydeh, G Markou, N Bakas… - Engineering …, 2022 - Elsevier
The presented work utilizes Artificial Intelligence (AI) algorithms, to model and interpret the
behavior of the fiber reinforced polymer (FRP)-reinforced concrete deep beams without …

Modeling of shear mechanisms and strength of concrete deep beams reinforced with FRP bars

H Chen, WJ Yi, ZJ Ma, HJ Hwang - Composite Structures, 2020 - Elsevier
With the growing application of concrete structures reinforced with fiber reinforced polymer
(FRP) composite materials, it is necessary to develop more rational mechanical models for …

Shear behavior and strength prediction of HFRP reinforced concrete beams without stirrups

Z Gu, Y Hu, D Gao, T Wang, L Yang - Engineering Structures, 2023 - Elsevier
This paper investigated the shear behavior of carbon/glass hybrid fiber reinforced polymer
(HFRP) bars reinforced concrete beams without stirrups. Seven beams with different span-to …

Shear behavior of regular oriented steel fiber-reinforced concrete beams reinforced with glass fiber polymer (GFRP) bars

K Yang, Z Wu, K Zheng, J Shi - Structures, 2024 - Elsevier
The study investigated the shear behavior of regular oriented steel fiber-reinforced concrete
beams with GFRP bars (GFRP-ASFRC beam) and no stirrups. To fabricate beams with …

A shear model for FRP reinforced concrete elements based on refined Critical Shear Crack Theory parameters

F Mukhtar, A Deifalla - Journal of Building Engineering, 2023 - Elsevier
Making physical sense of the shear behavior of reinforced concrete (RC) elements remains
an open challenge and an ongoing investigation that often leads to upgrades of design …

Shear behavior of box‐section concrete beams reinforced by FRP bars and FRP stirrups

EA Ebrahim, AA Mahmoud, MA Salama… - Structural …, 2024 - Wiley Online Library
A few research studies are available on the behavior of reinforced concrete (RC) box section
beams with fiber‐reinforced polymer bars (FRP) and FRP stirrups. Consequently, the …

Crack sliding model for non-shear FRP-reinforced slender concrete elements under shear

A El-said, A Awad, TA El-Sayed, YO Özkılıç… - Frontiers in …, 2023 - frontiersin.org
Fiber-reinforced polymer (FRP)-reinforced concrete (RC) elements fail under one-way shear
in a devastating and complicated manner with no adequate warning. In recent decades …

Probabilistic models of the strut efficiency factor for RC deep beams with MCMC method

X Liu, T Wu, Y An, Y Liu - Structural Concrete, 2020 - Wiley Online Library
The probabilistic model using Markov Chain Monte Carlo (MCMC) sampling procedure was
proposed for estimating the value of strut efficiency factor in the strut‐and‐tie model (STM) …